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- W2007467952 abstract "To investigate the strength and the deformation behaviour of crushed ice, triaxial tests were performed. Crushed ice is formed during ice-structure interaction by extensive damage of polycrystalline ice near the structure. The effects of the confining pressure and the rate of loading are studied. Tests were conducted at confining pressures up to 20 MPa at two strains-rates 5 × 10−3/s and 2 × 10−2/s. Simple shear triaxial tests were also conducted to separate the volumetric deformations due to shear from those due to the hydrostatic pressure. The axial and radial strains, the confining pressure, the axial stress, and the volume of the confining fluid movement from the pressure intensifier were measured. Unlike polycrystalline ice, crushed ice is very sensitive to hydrostatic pressure besides shearing stresses. At large confining pressures the material behaviour is viscoelastic. A strong coupling between the responses due to hydrostatic and shear stresses were observed." @default.
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- W2007467952 title "Triaxial tests on crushed ice" @default.
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- W2007467952 doi "https://doi.org/10.1016/0165-232x(95)00017-6" @default.
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